KAYAK
DROP
NATURE
OBSERVATION
DECK
KAYAK
LAUNCHING
AREA
2-POLE
SHELTER
HATCHETT
CREEK
H
A
T
C
H
E
T
T
C
R
E
E
K
KAYAK
WASHING
AREA
2-POLE
SHELTER
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
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E
MCH
SHE
ZOY
8
',
M
in
.
8
'
,
M
i
n
.
8
'
,
M
i
n
.
8', M
in.
8
'
,
M
i
n
.
8
'
,
M
i
n
.
8
'
,
M
i
n
.
2
0
',
M
in
.
TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY
AC Archontophoenix cunninghamiana / Piccabeen Palm 25 gal 10` O.A.H. 8
Matched
BB Bucida buceras `Shady Lady` / Shady Lady Black Olive 25 gal 1.5"Cal 10` x 4` Spr. 34
CE Conocarpus erectus / Green Buttonwood 15 gal 1"Cal 5` x 2` Spr. 59
CS Conocarpus erectus sericeus / Silver Button Wood 15 gal 1"Cal 5` x 2` Spr. 26
Standard
IE Ilex x attenuata `Eagleston` / Eagleston Holly 25 gal 1.5"Cal 7` x 3` Spr. 5
JS Juniperus silicicola / Southern Red Cedar 10 gal 4` x 2` 31
QV Quercus virginiana / Southern Live Oak 45 gal 3"Cal 12` x 5` Spr. 77
Single Leader - Florida Fancy
SP Sabal Palmetto / Cabbage Palm B & B 10`,12`,14` O.A.H. Staggered 123
SM Swietenia mahagoni / West Indian Mahogany 25 gal 1.5"Cal 8` x 3` Spr. 11
WB Wodyetia bifurcata / Foxtail Palm 25 gal 10` - 12` O.A.H. 50
BOTANICAL NAME / COMMON NAME
PLANT SCHEDULE
BOTANICAL NAME / COMMON NAME
PLANT SCHEDULE
GROUND COVERS CODE BOTANICAL NAME / COMMON NAME CONT SPACING QTY
ARA Arachis Glabrata Rhizoma / Prennial Peanut 1 gal 24" o.c. 2,175
Full Pots
HAM Hamelia nodosa / Dwarf Firebush 1 gal 36" o.c. 363
12" X 12" Spr.
MUH Muhlenbergia Capillaris / Muhly Grass 1 gal 36" o.c. 720
18" x 18" SPR.
NEP Nephrolepis exaltata / Boston Fern 4"pot 24" o.c. 1,323
12" x 12" Spr.
SER Serenoa repens / Silver Saw Palmetto 3 gal 60" o.c. 303
18" X 18" Spr.
TRI Tripsacum dactyloides nana / Dwarf Fakahatchee Grass 1 gal 36" o.c. 679
16" X 16" Spr.
ZAC Zamia floridana / Coontie Palm 1 gal 36" o.c. 391
12" X 12" Spr.
MULCH / SOD CODE BOTANICAL NAME / COMMON NAME CONT SPACING QTY
MCH 2" Shredded Hardwood Mulch Mulch 37,705 sf
SHE Small Crushed Shell Crushed Shell 7,033 sf
ZOY Zoysia japonica `Emerald` / Emerald Zoysia sod 3,631 sf
AC
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1. REVISED SITE PLAN - 12-30-13
FULL SIZE (22"X34") SCALE : 1"=40'
HALF SIZE (11"X17") SCALE : 1"=80'
400 80
CALL 48 HOURS
BEFORE YOU
DIG
IT'S THE LAW!
DIAL 811
CONTRACTOR TO VERIFY QUANTITIES. CONTAINER SPECIFICATIONS
FOR PLANTS ARE MINIMUM REQUIRED SIZES. (ALL PARTS OF
SPECIFICATION MUST BE MET.)
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A
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1. REVISED SITE PLAN - 12-30-13
CALL 48 HOURS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
AC
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1. REVISED SITE PLAN - 12-30-13
CALL 48 HOURS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
1
W
RC
1
1
1
2
"
1
45.0
1
1
2
"
2
46.0
1
1
2
"
3
47.0
1
1
2
"
4
47.0
1
1
2
"
5
46.0
1
1
2
"
6
46.0
1
1
2
"
7
47.0
1
1
2
"
8
46.0
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter PCB
Flood Bubbler, 1/2" FIPT.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter PGV-151, 201
Electric Remote Control Valve, plastic globe/angle
valve, flow control.
Rain Bird 33-DRC
3/4" Brass Quick-Coupling Valve, with
Corrosion-Resistant Stainless Steel Spring,
Thermoplastic Rubber Cover, Double Track Key Lug,
and 2-Piece Body.
Hunter IC-1800-PL
Modular Controller, 18 stations, Outdoor Model,
Plastic Cabinet. Commercial Use. With two ICM-600
modules included.
Hunter MINI-CLIK
Rain Sensor, mount as noted
1
RC
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Irrigation Lateral Line: PVC Class 160 SDR 26
PVC Class 315 for 1/2" pipe, PVC Class 200 for 3/4"
pipe, PVC Class 160 SDR 26 for 1" and above. Only
lateral transition pipe sizes 1" and above are indicated
on the plan, with all others being 3/4" in size.
Irrigation Mainline: PVC Class 200 SDR 21
PVC Class 200 irrigation pipe.
Pipe Sleeve: PVC Schedule 40
Typical pipe sleeve for irrigation pipe. Pipe sleeve
size shall allow for irrigation piping and their related
couplings to easily slide through sleeving material.
Extend sleeves 18 inches beyond edges of paving or
construction.
Valve Number
Valve Flow
Valve Size
Valve Callout
#
##"
IRRIGATION SCHEDULE
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S.
90% PLANS
1. REVISED SITE PLAN - 12-30-13
FULL SIZE (22"X34") SCALE : 1"=40'
HALF SIZE (11"X17") SCALE : 1"=80'
400 80
CALL 48 HOURS
BEFORE YOU
DIG
IT'S THE LAW!
DIAL 811
1
1
2
"
9
49.0
1
1
2
"
10
50.0
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter PCB
Flood Bubbler, 1/2" FIPT.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter PGV-151, 201
Electric Remote Control Valve, plastic globe/angle
valve, flow control.
Rain Bird 33-DRC
3/4" Brass Quick-Coupling Valve, with
Corrosion-Resistant Stainless Steel Spring,
Thermoplastic Rubber Cover, Double Track Key Lug,
and 2-Piece Body.
Hunter IC-1800-PL
Modular Controller, 18 stations, Outdoor Model,
Plastic Cabinet. Commercial Use. With two ICM-600
modules included.
Hunter MINI-CLIK
Rain Sensor, mount as noted
1
RC
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Irrigation Lateral Line: PVC Class 160 SDR 26
PVC Class 315 for 1/2" pipe, PVC Class 200 for 3/4"
pipe, PVC Class 160 SDR 26 for 1" and above. Only
lateral transition pipe sizes 1" and above are indicated
on the plan, with all others being 3/4" in size.
Irrigation Mainline: PVC Class 200 SDR 21
PVC Class 200 irrigation pipe.
Pipe Sleeve: PVC Schedule 40
Typical pipe sleeve for irrigation pipe. Pipe sleeve
size shall allow for irrigation piping and their related
couplings to easily slide through sleeving material.
Extend sleeves 18 inches beyond edges of paving or
construction.
Valve Number
Valve Flow
Valve Size
Valve Callout
#
##"
IRRIGATION SCHEDULE
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90% PLANS
1. REVISED SITE PLAN - 12-30-13
FULL SIZE (22"X34") SCALE : 1"=40'
HALF SIZE (11"X17") SCALE : 1"=80'
400 80
CALL 48 HOURS
BEFORE YOU
DIG
IT'S THE LAW!
DIAL 811
1
W
1
1
1
2
"
S2
40.0
1
1
2
"
S3
46.4
1
1
2
"
T1
26.0
1
1
2
"
T2
41.6
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter MP1000 PROS-12-CV
Shrub Rotator, 12" (30.48 cm) pop-up with check
valve, pressure regulated to 40 psi (2.76 bar), MP
Rotator nozzle. M=Maroon adj arc 90 to 210, L=Light
Blue 210 to 270 arc, O=Olive 360 arc on PRS40
body.
Hunter MP2000 PROS-12-CV
Shrub Rotator, 12" (30.48 cm) pop-up with check
valve, pressure regulated to 40 psi (2.76 bar), MP
Rotator nozzle. K=Black adj arc 90-210, G=Green adj
arc 210-270, R=Red 360 arc on PRS40 body.
Hunter MP3000 PROS-12-CV
Shrub Rotator, 12" (30.48 cm) pop-up with check
valve, pressure regulated to 40 psi (2.76 bar), MP
rotary nozzle. B=Blue adj arc 90-210, Y=Yellow adj
arc 210-270, A=Gray 360 arc on PRS40 body.
Hunter MP Strip PROS-12-CV
Shrub Rotator, 12" (30.48 cm) pop-up with factory
installed check valve, pressure regulated to 40 psi
(2.76 bar), MP Rotator nozzle. LST=Ivory left strip,
SST=Brown side strip, RST=Copper right strip, on
PRS40 body.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter I-20-06 (3)
Turf Rotor, 6.0" Pop-Up. Adjustable and Full Circle.
Plastic Riser. Drain Check Valve. Standard Nozzle.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter PGV-151, 201
Electric Remote Control Valve, plastic globe/angle
valve, flow control.
Irrigation Lateral Line: PVC Class 160 SDR 26
PVC Class 315 for 1/2" pipe, PVC Class 200 for 3/4"
pipe, PVC Class 160 SDR 26 for 1" and above. Only
lateral transition pipe sizes 1" and above are indicated
on the plan, with all others being 3/4" in size.
Irrigation Mainline: PVC Class 200 SDR 21
PVC Class 200 irrigation pipe.
Pipe Sleeve: PVC Schedule 40
Typical pipe sleeve for irrigation pipe. Pipe sleeve
size shall allow for irrigation piping and their related
couplings to easily slide through sleeving material.
Extend sleeves 18 inches beyond edges of paving or
construction.
Valve Number
Valve Flow
Valve Size
Valve Callout
#
##"
IRRIGATION SCHEDULE
AC
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OC
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S.
90% PLANS
1. REVISED SITE PLAN - 12-30-13
FULL SIZE (22"X34") SCALE : 1"=40'
HALF SIZE (11"X17") SCALE : 1"=80'
400 80
CALL 48 HOURS
BEFORE YOU
DIG
IT'S THE LAW!
DIAL 811
1
1
2
"
S1
35.6
T2
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter MP1000 PROS-12-CV
Shrub Rotator, 12" (30.48 cm) pop-up with check
valve, pressure regulated to 40 psi (2.76 bar), MP
Rotator nozzle. M=Maroon adj arc 90 to 210, L=Light
Blue 210 to 270 arc, O=Olive 360 arc on PRS40
body.
Hunter MP2000 PROS-12-CV
Shrub Rotator, 12" (30.48 cm) pop-up with check
valve, pressure regulated to 40 psi (2.76 bar), MP
Rotator nozzle. K=Black adj arc 90-210, G=Green adj
arc 210-270, R=Red 360 arc on PRS40 body.
Hunter MP3000 PROS-12-CV
Shrub Rotator, 12" (30.48 cm) pop-up with check
valve, pressure regulated to 40 psi (2.76 bar), MP
rotary nozzle. B=Blue adj arc 90-210, Y=Yellow adj
arc 210-270, A=Gray 360 arc on PRS40 body.
Hunter MP Strip PROS-12-CV
Shrub Rotator, 12" (30.48 cm) pop-up with factory
installed check valve, pressure regulated to 40 psi
(2.76 bar), MP Rotator nozzle. LST=Ivory left strip,
SST=Brown side strip, RST=Copper right strip, on
PRS40 body.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter I-20-06 (3)
Turf Rotor, 6.0" Pop-Up. Adjustable and Full Circle.
Plastic Riser. Drain Check Valve. Standard Nozzle.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter PGV-151, 201
Electric Remote Control Valve, plastic globe/angle
valve, flow control.
Irrigation Lateral Line: PVC Class 160 SDR 26
PVC Class 315 for 1/2" pipe, PVC Class 200 for 3/4"
pipe, PVC Class 160 SDR 26 for 1" and above. Only
lateral transition pipe sizes 1" and above are indicated
on the plan, with all others being 3/4" in size.
Irrigation Mainline: PVC Class 200 SDR 21
PVC Class 200 irrigation pipe.
Pipe Sleeve: PVC Schedule 40
Typical pipe sleeve for irrigation pipe. Pipe sleeve
size shall allow for irrigation piping and their related
couplings to easily slide through sleeving material.
Extend sleeves 18 inches beyond edges of paving or
construction.
Valve Number
Valve Flow
Valve Size
Valve Callout
#
##"
IRRIGATION SCHEDULE
AC
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90% PLANS
1. REVISED SITE PLAN - 12-30-13
FULL SIZE (22"X34") SCALE : 1"=40'
HALF SIZE (11"X17") SCALE : 1"=80'
400 80
CALL 48 HOURS
BEFORE YOU
DIG
IT'S THE LAW!
DIAL 811
AC
AD
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R E V I S I O N S
SHEET NO.
Co
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90% PLANS
1. REVISED SITE PLAN - 12-30-13
CALL 48 HOURS
BEFORE YOU
DIG
IT'S THE LAW!
DIAL 811
NOTE: SOLENOID VALVE TO BE APPROVED BY
ENGINEER, IN CONJUNCTION WITH THE LANDSCAPE
ARCHITECT AND CITY OF SARASOTA.
LIGHTNING ARRESTOR DETAIL
IRRIGATION NOTES:
1. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO PROVIDE 100% COVERAGE WITH A
MINIMUM OF 90% OVERLAP. ANY CHANGES MADE IN HEAD LAYOUT DUE TO FIELD
CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS.
2. ITEMS SHALL BE LOCATED WITHIN 14"X19" RECTANGULAR VALVE BOXES AS FOLLOWS: ALL
VALVES, SPLICES WITHIN VALVE CONTROL LINES, AND QUICK COUPLERS - NDS MODEL
#113PBCR.
3. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF
IRRIGATION SYSTEM. MAIN LINE SHALL NOT BE LOCATED WITHOUT PRIOR APPROVAL OF
THE PROJECT CONSTRUCTION MANAGER AND THE LANDSCAPE ARCHITECT.
4. ALL PRESSURIZED MAIN LINES UNDER ASPHALT PAVEMENT SHALL BE WITHIN SLEEVES AS
NOTED. WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER
MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER
CONDUIT.
5. THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR ALL SLEEVING
AND DIRECTIONAL BORES.
6. ALL IRRIGATION HEADS SHALL BE LOCATED 2 FEET FROM BACK OF PAVEMENT EDGE
(SIDEWALK, EDGE OF PAVEMENT OR CURB).
7. LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'- 0" FROM BACK OF CURB
OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF
SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE
SIZE LARGER THAN VALVE SIZE.
8. ALL UNSIZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED.
9. EACH TREE AND PALM (AS SHOWN ON THE PLANS) SHALL HAVE FLOOD BUBBLERS AS
INDICATED (SEE IRRIGATION HEAD KEY FOR SPECIFICATION). SUCH HEADS SHALL BE ON
MINIMUM 5'-0" LENGTH OF FLEXIBLE PIPE TO ALLOW ITS POSITIONING AT THE TREE.
LOCATE BUBBLER ON THE UPHILL SIDE OF TREES ON ALL SLOPES. CLIP BUBBLER FLEX TO
BASE OF ROOTBALL.
10. NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO
CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE
BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB". LETTER
OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PROGRAM
DESIGNATION.
11. ALL 24 VAC WIRING SHALL BE UF DIRECT BURIAL COPPER WIRE AS FOLLOWS:
PULSE WIRES - #14
COMMON WIRES - #12
12. CONTROL WIRING FOR VALVES SHALL BE LAID IN CONTROLLER TO VALVE. EACH SECTION
VALVE SHALL HAVE A SEPARATE PULSE WIRE RUNNING FROM TRENCHES BENEATH
MAINLINE. RUN FOUR SPARE WIRES FULL LENGTH OF MAIN TO CLOCK.
13. VALVES SHALL BE WIRED TO CONTROLLER STATION NUMBERS AS PER THE IRRIGATION
PLAN DURING INSTALLATION AND UPON COMPLETION OF THE IRRIGATION SYSTEM
PROGRAM.
14. EACH SECTION VALVE SHALL HAVE A SEPARATE PULSE WIRE RUNNING FROM TIME CLOCK
TO VALVE. CONTROL WIRING FOR VALVES SHALL BE LAID IN TRENCHES IN 1-1/4" GRAY
ELECTRICAL CONDUIT ONE (1) FOOT BELOW SITE FINISH GRADE, AND ABOVE ALL MAIN
LINE. PROVIDE PULL BOXES MIN. 200' O.C. FOR PULLING WIRE. THE IRRIGATION
CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE ONE
(1) FOOT BELOW GRADE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED
BELOW." TAPE AS MANUFACTURED BY LINEGUARD, INC., WHEATON, IL 60187 OR EQUAL .
15. CONTRACTORS ARE ADVISED TO REFER TO THE SPECIFICATIONS, CONTRACT
DOCUMENTS, AND PLAN SHEETS FOR A MORE DETAILED DISCLOSURE OF PERFORMANCE
STANDARDS AND REQUIREMENTS.
16. HYDROSTATIC TESTING: AFTER THE MAIN LINE PIPE HAS BEEN LAID AND BACKFILLED, THE
PIPE SHALL BE HYDROSTATICALLY TESTED FOR LEAKAGE. THE CONTRACTOR SHALL
FURNISH THE PUMP, PIPE CONNECTION, BLOW OFF VALVES AND ANY OTHER NECESSARY
APPARATUS INCLUDING GAUGES AND METERS AND ALL PERSONNEL NECESSARY FOR
CONDUCTING THE TEST. BEFORE APPLYING THE TEST PRESSURE, ALL AIR SHALL BE
EXPELLED FROM THE PIPE. IF NECESSARY, THREADED TAPS SHALL BE MADE AT THE
POINTS OF HIGHER ELEVATIONS AND THEN CLOSED WITH PLUGS.
17. WHEN PRACTICAL, TESTS SHALL BE MADE ON SECTIONS BETWEEN VALVES, OR SECTIONS
NOT EXCEEDING 2,000 FEET IN LENGTH. DEAD ENDS, BENDS OR OTHER FITTINGS SHALL
HAVE A FIRM FOUNDATION AND BE SECURELY BLOCKED AGAINST THE TRENCH WALLS
BEFORE TESTING OR COMPLETING THE BACKFILL AS SPECIFIED.
18. THE FULL TEST PRESSURE OF 65 POUNDS PER SQUARE INCH (PSI) SHALL BE HELD FOR
NO LESS THAN TWO HOURS OR LONGER AS NECESSARY TO PERMIT THOROUGH
EXAMINATION OF ALL EXPOSED JOINTS IN THE SECTION OF MAIN BEING TESTED. TEST
PRESSURE SHALL BE MAINTAINED AT 65 PSI BY PUMPING WATER INTO THE PIPE IN
ACCORDANCE WITH THE REQUIREMENTS OF AWWA C600.
19. LEAKAGE SHALL BE MEASURED BY THE QUANTITY OF WATER PUMPED INTO THE PIPE TO
MAINTAIN TEST PRESSURE DURING TEST PERIOD. MAXIMUM PERMISSIBLE LEAKAGE
SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR DETERMINED BY THE
FOLLOWING FORMULA:
L= (S X D X (P).5)/133200
L = ALLOWABLE LEAKAGE IN GPH
S = LENGTH OF SECTION TESTED, IN FEET
D = NOMINAL DIAMETER OF THE PIPE IN INCHES
P = AVERAGE PRESSURE MAINTAINED DURING THE LEAKAGE TEST IN PSI.
THE TEST PRESSURE SHALL BE SIXTY-FIVE (65) PSI.
20. WATER FOR TESTING SHALL BE OBTAINED FROM AN APPROVED WATER SOURCE. THE
CONTRACTOR SHALL PROVIDE ALL WATER REQUIRED AT HIS OWN EXPENSE AND SHALL
MAKE ALL NECESSARY ARRANGEMENTS WITH THE AUTHORITY WHICH CONTROLS THE
SOURCE OF THE WATER SYSTEM AND SHALL BE GOVERNED IN HIS USE OF WATER BY ALL
RULES AND REGULATIONS IMPOSED THEREON BY SAID AUTHORITY. THE CONTRACTOR
SHALL PROVIDE AND REMOVE TEMPORARY CONNECTIONS BETWEEN THE SOURCE
WATER SYSTEM AND THE MAINS CONSTRUCTED UNDER THIS CONTRACT. ALL
TEMPORARY CONNECTIONS SHALL MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT,
THE AUTHORITY CONTROLLING THE SOURCE WATER SYSTEM AND PUBLIC HEALTH
AUTHORITIES HAVING JURISDICTION.
21. ALL LEAKS SHALL BE LOCATED AND REPAIRED UNTIL THE TEST MEETS THE ABOVE
REQUIREMENTS. ANY FAULTY FITTINGS, VALVES OR OTHER ACCESSORIES WHICH LEAK
DURING TESTING SHALL BE REPAIRED AND TESTING SHALL BE REPEATED AS SPECIFIED
ABOVE UNTIL CORRECTED. ANY REPLACEMENT OF FAULTY MATERIAL OR RETESTING
SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
NOT TO SCALE
L1 - 115 VAC (BLACK)
L2 - 115 VAC COMMON (WHITE)
TO CONTROLLER
GROUND
GENERAL ELECTRIC LIGHTNING
ARRESTOR MODEL NO. 9L15CCB007,
OR APPROVED EQUAL
WHITE
PROVIDE & INSTALL ONE (1) LIGHTNING ARRESTOR WITHIN
EACH 115 VAC POWER SUPPLY CIRCUIT FOR CONTROLLERS.
SLIP JOINT. TEE OFF OF MAIN LINE WITH A
THREADED TEE AND MALE ADAPTER.
DUCTILE IRON SERVICE TEE (2 1/2" OR LARGER)
MAIN LINE
PVC DISCHARGE TO SECTION SHALL BE AS
SIZED ON THE PLANS OR ONE (1) PIPE SIZE
LARGER THAN THE SPECIFIED VALVE SIZE
MANUAL FLOW ADJUSTMENT
WRAP BOTTOM & OUTSIDE OF VALVE PIT WITH
NON-WOVEN FILTER FABRIC TO AID IN
PREVENTING ADJACENT SOIL FROM ENTERING
THE VALVE BOX. ATTACH TO VALVE BOX WITH
DUCT TAPE, PROVIDE 4" OVERLAP, AND WRAP
TIGHTLY AROUND PIPES.
PVC INLET FROM MAIN LINE SHALL BE ONE (1) PIPE
SIZE LARGER THAN SPECIFIED VALVE SIZE. ANGLE
UP TO VALVE MIN. 1' AWAY FROM MAIN LINE.
A
-
2
HIGH DENSITY PLASTIC 14" X 19"
RECTANGULAR IRRIGATION VALVE BOX WITH
LOCKING LID - LEVEL AND FLUSH WITH GRADE
OR TOP OF MULCH. MARK VALVE TYPE &
NUMBER WITH 1" BLACK PAINT ON TOP OF LID
NON-POTABLE WATER IDENTIFICATION TAG
LAMINATED VALVE IDENTIFICATION TAG
FINISH GRADE
COMPACTED CLEAN BACKFILL
MAINTAIN 2" MIN. CLEAR SPACE BETWEEN
BOTTOM OF VALVE & BOTTOM OF VALVE PIT.
DO NOT ALLOW BOX TO REST ON PIPE.
TYPICAL ANGLE AUTOMATIC VALVE
NOT TO SCALE
REMOTE CONTROL VALVE,
MODEL AS SPECIFIED
(2) SCH 80 T.O.E. NIPPLE. SCH 40 PVC VALVE
CONNECTING NIPPLE WITH SCH 80 PVC
THREADED FITTING. TIGHTENED TO TORQUE
RECOMMENDED BY MANUFACTURER
WATERPROOF CONNECTORS (2)
18-24" COILED DIRECT BURIAL 24 VOLT UF
WIRE. SPLICE WITH WATERPROOF KIT AS
SHOWN IN DETAIL. ALL SPLICES SHALL BE
LOCATED WITHIN VALVE PIT OR CONTROLLER.
NO SPLICES SHALL BE DIRECT BURIED.
PVC SLIP UNION
TREE BUBBLER
NOT TO SCALE
TREE BUBBLER.
SECURE NEAR TRUNK
OF TREE WITH METAL
STAKE ON UPHILL SIDE.
5' OF 1/2" UV RATED BURST
FLEXIBLE PVC PIPE WITH
GLUE FITTINGS. PROVIDE AS
SHOWN FOR ALL HEADS.
TEE GLUED PVC PIPE.
USE HOT GLUE AS RECOMMENDED
BY THE MANUFACTURER.
MALE THREADED SLIP FIT
NOT TO SCALE
TRENCH DETAIL
SITE FINISH GRADE
CLEAN BACKFILL
MAINTAIN MIN. 4" OF CLEAN BACKFILL
SEPARATING ALL PIPES OR SLEEVES AND
PIPES OR SLEEVES TO SIDE OF TRENCH
SET TOP OF PIPES OR SLEEVES 36" BELOW SITE FINISH
GRADE. BACKFILL TRENCH WITH CLEAN FILL MATERIAL
FREE OF ORGANIC MATERIAL AND ROCK.
36"
4" 4"
CONTROL WIRES
PVC INNER CONDUIT
FOR CONTROL WIRES
IRRIGATION MAIN LINE
SLEEVE - SIZE AS
NOTED ON PLANS
NOTES:
1. ALL SLEEVES SHALL BE SCH. 40 PVC WITH ALL JOINTS
SOLVENT WELDED.
2. EXTEND SLEEVES 36" BEYOND THE OUTSIDE EDGE OF
PAVEMENT OR BACK OF CURB. STAKE EACH END OF
SLEEVES WITH SURVEYORS LATH MARKED "IRRIG SLEEVES".
3. PVC WIRE CONDUIT SHALL BE ONE CONTINUOUS RUN
LENGTH FOR RUNS LESS THAN 20'. RUNS OF GREATER THAN
20' SHALL HAVE SOLVENT WELD JOINTS.
SLEEVE DETAIL
NOT TO SCALE
TYPICAL WIRE CONNECTION
NOT TO SCALE
3M DIRECT BURY SPLICE KIT DBR/Y-6 FOR ALL AUTOMATIC
VALVE WIRE CONNECTIONS.
COMPLETED WIRE CONNECTOR ASSEMBLY.
PUSH WIRES TO END OF BASE SOCKET
TO ASSURE COMPLETE SEALING OF
CONNECTION.
PUSH SEALING PLUG INTO BASE SOCKET.
PULL BASE SOCKET AS FAR AS
POSSIBLE OVER WIRES.
PLACE CRIMP SLEEVE OVER WIRE
ENDS, CRIMP, AND CUT OFF EXCESS
WIRE.
APPLY SEALER TO OUTSIDE OF
SEALING PLUG AND FILL CAVITY
WITH SEALER.
STRIP WIRES APPROXIMATELY 3/8"
FROM ENDS AND TWIST TOGETHER
SLIP BASE SOCKET OVER WIRES
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90% PLANS
1. REVISED SITE PLAN - 12-30-13
4. 110-120 VOLT ELECTRIC WIRING: ALL 120 VOLT AC WIRING SHALL BE
TO INSTALL ALL GROUNDING PER THE MANUFACTURERS RECOMMENDATIONS.
THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING FOR GROUNDING TESTS AND
11. VALVE BOXES: ALL VALVES, SPLICES WITHIN VALVE CONTROL LINES, HOSE
BIBBS AND/OR QUICK COUPLER VALVES SHALL BE LOCATED WITHIN AN NDS, OR
12"X17"
STANDARD RECTANGULAR VALVE BOX AND COVER MODEL NO. NDS #113PBCR FOR
ALL BOXES AND PITS SHALL BE FITTED WITH NDS, OR EQUAL, EXTENSIONS AS
NECESSARY TO PROVIDE A MINIMUM OF 2" CLEAR SPACE BELOW THE BOTTOM OF
THE VALVE, FILTER OR FITTING CONTAINED WITHIN THE BOX.
12. MAXICOM COMPONENTS: THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP
DRAWINGS INCLUDING MANUFACTURERS TECHNICAL DATA FOR COMPONENT PARTS
OF THE MAXICOM SYSTEM. COMMENCE NO WORK BEFORE APPROVAL BY THE
LANDSCAPE ARCHITECT. SEE LANDSCAPE ARCHITECTS DRAWINGS FOR REQUIRED
7. QUICK COUPLING VALVES AND/OR HOSE BIBBS: QUICK COUPLING VALVES AND
KEYS OR HOSE BIBBS SHALL BE AS SPECIFIED ON THE PLANS. LOCATE AS
SHOWN ON THE IRRIGATION PLAN. IF THE PLAN SPECIFIES HOSE BIBBS
RATHER THAN QUICK COUPLING VALVES, PROVIDE AND INSTALL HOSE BIBBS
1. GATE VALVES SHALL BE AS SPECIFIED ON THE PLANS, OR APPROVED EQUAL.
EACH VALVE SHALL BE AFFORDED ACCESS THROUGH A PVC OR FIBERGLASS BOX
3. GATE VALVES AT LINE SIZE SHALL BE LOCATED AS SHOWN ON THE CONTRACT
9. PRESSURE REGULATING VALVES: COMBINATION PRESSURE REDUCING, PRESSURE
SUSTAINING AND CHECK VALVES, AS MANUFACTURED BY CLA-VAL, OR APPROVED
EQUAL, SHALL BE INSTALLED WHERE SHOWN ON THE IRRIGATION DESIGN PLAN.
THE VALVE SHALL BE AS SIZED ON THE PLAN, DIAPHRAGM OPERATED, SINGLE
SEAT, GLOBE VALVES. A MODEL XIOSL LIMIT SWITCH SHALL BE INSTALLED.
10. MISCELLANEOUS SYSTEM COMPONENTS: ALL MISCELLANEOUS SYSTEM COMPONENTS
SHALL BE OF THE TYPE AND SIZE AS INDICATED ON THE IRRIGATION DESIGN
INSTALLED IN ACCORDANCE WITH LOCAL ELECTRIC CODES BY A LICENSED
ELECTRICIAN. 110-120 VOLT SERVICE TO CONTROLLER SHALL CONSIST OF
ONE BLACK AND ONE WHITE WIRE AND GROUND. ALL WIRING SHALL BE BURIED
TO MINIMUM DEPTH OF 20". WIRE SHALL BE FURNISHED IN MINIMUM 2500'
REELS AND SPLICED ONLY IN CONTROLLER OR VALVE BOXES. ALL SPLICES IN
1. 24 VOLT ELECTRIC - ELECTRIC CONTROL LINES FROM CONTROLLER TO
AUTOMATIC VALVES SHALL BE DIRECT BURIAL UF WIRE OF A DIFFERENT COLOR
THAN THE 110-120 VOLT SERVICE TO CONTROLLERS. THE 24 VOLT COMMON
GROUND SHALL BE OF ONE CONTINUAL COLOR AND A DIFFERENT COLOR THAN
THE OTHER 24 VOLT LINES AND THE 110-120 VOLT SERVICE. ALL WIRE SHALL
BE FURNISHED IN MINIMUM 2,500' REELS AND SPLICING SHALL BE MINIMIZED,
WITH SUCH SPLICES MADE WATERPROOF WITH THE USE OF WATERPROOF
SCOTCHLOK OR PEN-TITE KITS. ALL 24 VOLT WIRING SHALL BE DONE IN
FOR ON THE IRRIGATION PLAN OR APPROVED EQUAL.
ACCORDANCE WITH EXISTING CODES. SPLICING SHALL BE IN VALVE BOXES OR
CONTROLLERS ONLY. EACH TIMECLOCK/CONTROLLER SHALL HAVE ITS OWN
COMMON WIRE(S) SERVICING THAT CONTROLLER AND ALL VALVES ASSOCIATED
6. SPRINKLER HEADS, CONTROLLERS, AUTOMATIC VALVES: SHALL BE AS CALLED
RATIOS SPECIFIED IN CS 246-63 FOR STANDARD DIMENSION RATION (SDR-PR)
PIPE SHALL BE MAINTAINED IN THE BARREL OF THE PIPE. MINIMUM WALL
2 1/2" 3" 4" 6" 8" 10 "
2. PIPE AND FITTINGS SHALL BE MADE FROM CLEAN, VIRGIN, NSF APPROVED
TYPE I, GRADE I (PVC 1120) PVC, CONFORMING TO ASTM RESIN
3. ALL PIPE SHALL BE PRESSURE RATED AT HYDROSTATIC WORKING PRESSURES
OF 160 PSI 73.4 DEGREES F. AND SHALL MEET REQUIREMENTS AS SET FORTH
IN COMMERCIAL STANDARD CS 256-63 WITH STANDARD DIMENSION RATIO
3. RISERS AND SWING JOINT NIPPLES: ALL RISERS IN EXCESS OF 12" ABOVE
CHLORIDE, SCHEDULE 80, THREADED PIPE. FITTINGS ON SWING JOINTS SHALL
BE MARLEX, SCHEDULE 80, THREADED ELBOWS OR STREET ELBOWS. ASSEMBLE
WITH TEFLON TAPE ONLY. FOR SYSTEMS OPERATING AT LESS THAN 90 PSI,
GRADE AND/OR SWING JOINT NIPPLES SHALL BE UNPLASTICIZED POLYVINYL
SWING JOINTS MAY BE CONSTRUCTED OF FLEXIBLE PVC AND INSERT FITTINGS
THICKNESS AT THE BELL JOINT SHALL BE AS FOLLOWS:
1. GENERAL: ALL MATERIALS AND EQUIPMENT SHALL BE SUPPLIED BY THE
CONTRACTOR AND NO SUBSTITUTIONS SHALL BE ALLOWED WITHOUT THE PRIOR
WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL
INSPECT ALL MATERIALS AND EQUIPMENT PRIOR TO INSTALLATION AND ANY
DEFECTIVE MATERIALS AND EQUIPMENT SHALL BE REPLACED WITH THE PROPER
MATERIALS AND EQUIPMENT. THOSE ITEMS USED IN THE INSTALLATION THAT
ARE FOUND TO BE DEFECTIVE OR IMPROPERLY INSTALLED SHALL BE REMOVED
AND THE PROPER MATERIALS AND EQUIPMENT INSTALLED IN THE PROPER
1. ALL PIPE SHALL BE CLASS 160 UNPLASTICIZED POLYVINYL CHLORIDE PIPE,
TYPE 1120 OR 1220, OR BETTER. PIPE FROM 2" SIZE UP OPERATING IN
EXCESS OF 90 PSI SHALL BE GASKETED PIPE. SOLVENT WELD PIPE MAY BE
USED IN ALL OTHER INSTANCES. OUTSIDE DIAMETER TO WALL THICKNESS
ROUTINGS; EQUIPMENT LOCATIONS; SLEEVE LOCATIONS; AND, THE CONTRACTOR
2. PROVIDE TWO (2) GATE VALVE KEYS.
COMPLETE THROUGH THE CURRENT WORK FOR WHICH PAYMENT IS REQUESTED.
REQUEST AS THE PROJECT PROGRESSES. SUCH SUBMISSIONS SHALL BE
THE LANDSCAPE ARCHITECT FOR HIS REVIEW SIMULTANEOUSLY WITH EACH DRAW
2. THE CONTRACTOR SHALL SUBMIT ONE (1) PRINT OF THE RECORD PLAN TO
OF THE COMPLETED IRRIGATION SYSTEM THE CONTRACTOR SHALL SUBMIT TO THE
3. AT LEAST TEN DAYS PRIOR TO SCHEDULED DATE OF THE FINAL INSPECTION
THEM, ARE USED IN THESE SPECIFICATIONS, THEIR INTENT AND MEANINGS
SPECIFICATIONS, WHEREVER THE FOLLOWING TERMS, OR PRONOUNS IN PLACE OF
SUPPLEMENT, AND/OR COMPLEMENT THESE SET FORTH ELSEWHERE IN THESE
AND OPERATING INSTRUCTIONS FOR ALL VALVES, SPRINKLERS AND OTHER
THE RECORD PLAN AND THREE (3) COPIES OF MANUFACTURER'S MAINTENANCE
LANDSCAPE ARCHITECT, FOR HIS APPROVAL, A COMPLETE AND CORRECT COPY OF
RG: RUBBER GASKETED OR O-RING PVC PIPE AND/OR FITTINGS.
SLEEVE: A CONDUIT FOR ENCOMPASSING OTHER PIPES, WIRES, CABLES, ETC.
WITH THE PURPOSE OF PRESENTING EASE OF ACCESS AND/OR
OTHERWISE DIFFICULT TO ACCESS AREAS.
REPLACEMENT OF SUCH PIPES, WIRES, CABLES, ETC. WITHIN
SHALL BE INTERPRETED AS FOLLOWS:
QCV: QUICK COUPLER VALVE, AS SPECIFIED.
SW: SOLVENT WELD PVC PIPE AND/OR FITTINGS.
7. DEFINITIONS: THE FOLLOWING DEFINITIONS ARE IN ADDITION TO,
TIME. A COPY SHALL BE AVAILABLE ON THE SITE FOR INSPECTION AT ALL
ACCURATELY INDICATE THE LOCATION OF ALL EQUIPMENT INSTALLED TO THAT
BE KEPT UP TO DATE DURING THE INSTALLATION OF THE SYSTEM AND SHALL
LANDSCAPE LANDSCAPE ARCHITECT WITH THE FINAL PAY REQUEST. IT SHALL
BE USED ONLY FOR RECORD PLAN DRAWINGS AND SHALL BE RETURNED TO THE
PRESENT THE AS-BUILT CONDITION OF THE SYSTEM. ANY SUCH SEPIA SHALL
CONTRACTOR A PLASTIC SEPIA OF THE PLAN WHICH MAY BE MODIFIED TO
OR, UPON REQUEST, THE LANDSCAPE LANDSCAPE ARCHITECT MAY SUPPLY TO THE
GOOD GRADE OF TRACING PAPER AT THE SCALE OF THE ORIGINAL PLAN AS BID;
SYSTEM. THE RECORD PLAN SHALL BE AN ORIGINAL PLAN, DRAWN IN INK ON A
APPROPRIATE TO SHOW THE FINAL INSTALLED CONDITION OF THE OVERALL
SHALL MAKE SUCH MODIFICATIONS TO ANY NOTES AND/OR DETAILS AS
HB: HOSE BIBB, AS SPECIFIED.
EQUIPMENT INSTALLED.
TIMES.
REUSE PURPLE AND NDS #114BC FOR GREEN.
COMPONENTS.
EQUAL, VALVE BOX AS FOLLOWS:
PLAN AND DETAIL DRAWINGS.
DRAWINGS.
AND TO CHANGE THE DEPTH OF TRENCH AND COVER OVER THE TOP OF PIPE IN
THE RIGHT TO CHANGE THE ROUTING OF PIPE FROM THAT SHOWN ON THE PLAN
IRRIGATION PIPING PLAN EXCEPT THAT THE LANDSCAPE ARCHITECT RESERVES
CONSTRUCTED. ROUTING OF THE PIPE SHALL BE IN ACCORDANCE WITH THE
ADJUSTMENT OF SPACING IS REQUIRED TO FIT THE LANDSCAPE DEVELOPMENT AS
SPACING MAY VARY ACCORDING TO MANUFACTURES RECOMMENDATIONS WHERE
REQUIRED TO BEST IRRIGATE THE AREA BEING DEVELOPED AND SHALL STRIVE
LOCATIONS OF THE SPRINKLER OUTLETS, HE SHALL ADJUST THE STAKING AS
2. AN AGENT OF THE CONTRACTOR SHALL STAKE THE LOCATION ON THE GROUND
TO THE PLAN. THE CONTRACTOR MAY ADJUST THE LOCATION OF ANY PIPELINE
CHANGES MAY ALTER THE QUANTITY OF MATERIALS TO BE PROVIDED ACCORDING
THIS NATURE AFFECT THE OVERALL COST OF THE PROJECT EXCEPT WHERE THESE
CASE OF ROCK OR OTHER OBSTACLE. IN NO EVENT SHALL FIELD CHANGES OF
LOCATION AND MEASUREMENTS, TO THE NEAREST FOOT, OF ALL MAINLINE PIPE
PLAN OF THE IRRIGATION SYSTEM AS BUILT. THE PLAN SHALL INDICATE THE
1. THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES AN UP-TO-DATE RECORD
COMPONENTS BE IMPROPERLY LOCATED THEY SHALL BE PROPERLY RELOCATED AT
4. THE IRRIGATION CONTRACTOR SHALL CAREFULLY REVIEW BED AND PAVING
AND LOCATION, HEADS AND VALVES. TIME CLOCK(S)/ CONTROLLER(S) SHALL
3. SEE IRRIGATION PLAN FOR CONNECTIONS TO WATER SOURCE, PIPE SIZES
ADJUSTMENT DOES NOT INCREASE THE QUANTITY OF PIPE REQUIRED AND IS NOT
MAIN LINE TEES, ELBOWS AND FITTINGS; PULSE AND COMMON CONTROL WIRE
TO AVOID LEDGE ROCK, STUMPS OR OTHER OBSTACLES, PROVIDED THAT SUCH
INSTALLED, INCLUDING ALL AUTOMATIC AND GATE VALVES; SPLICE BOXES;
IRRIGATION PLAN. SHOULD HEADS AND/OR LINES OR OTHER SYSTEM
FEATURES AND INSTALL HIS WORK ACCORDING TO THE INTENT OF THE
CUT-OUT LOCATIONS, WALKS, ROADS, PROPERTY LINES AND OTHER SITE
PLANS, AS INTERPRETED BY THE LANDSCAPE ARCHITECT.
TO MAINTAIN A UNIFORM SPACING BETWEEN THE VARIOUS OUTLETS. THIS
OF ALL IRRIGATION EQUIPMENT TO BE INSTALLED. IN STAKING THE
IN CONFLICT WITH THE EVIDENT INTENT OF THE PLAN.
BE LOCATED AT THE DIRECTION OF THE LANDSCAPE ARCHITECT.
COVERAGE OF THE AREAS AS SHOWN ON THE IRRIGATION PLAN. GATE VALVES
OF UNDER GROUND PIPING AND SPRINKLER EQUIPMENT TO INSURE COMPLETE
ALL INSPECTION CERTIFICATES CUSTOMARILY ISSUED IN CONNECTION WITH THE
CONTRACT. UPON COMPLETION OF THE WORK, HE SHALL FURNISH TO THE OWNER
AND EXPENSES IN CONNECTION WITH SAME, AS PART OF THE WORK UNDER THIS
PERMITS, ARRANGE FOR ALL NECESSARY INSPECTIONS AND SHALL PAY ALL FEES
CODES APPLICABLE THERETO. THE CONTRACTOR SHALL TAKE OUT ALL REQUIRED
WITH ALL LOCAL AND STATE LAWS AND ORDINANCES AND WITH ALL ESTABLISHED
SUPERVISION WHICH MAY BE REQUIRED TO PRODUCE AN OPERATIONAL SYSTEM.
PROVIDE ALL LABOR, MATERIAL, CONSTRUCTION EQUIPMENT AND TECHNICAL
ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL
3. DESCRIPTION OF SYSTEM: THE AUTOMATIC IRRIGATION SYSTEM SHALL CONSIST
2. CODES AND INSPECTIONS: THE ENTIRE INSTALLATION SHALL COMPLY FULLY
1. SCOPE: UNDER THIS ITEM THE CONTRACTOR SHALL FURNISH AND INSTALL ALL
1. IT IS TO BE RECOGNIZED, DUE TO THE ARTISTIC NATURE OF LANDSCAPE
WORK IN A FINELY GRADED CONDITION WITH ALL STONE OR ROCK REMOVED AND
WORK IN AREAS UNDER CONSTRUCTION, AND LEAVE THE AREA OF IRRIGATION
FEATURES AT ALL TIMES SO AS NOT TO IMPEDE THE GENERAL CONSTRUCTION
PROJECT. THE CONTRACTOR MUST PROVIDE MEANS OF ACCESS TO ALL SITE
PROCEED IN CONJUNCTION WITH THE GENERAL CONSTRUCTION WORK OF THE
INTERFERENCE WITH OTHER CONSTRUCTION WORK. THE IRRIGATION WORK SHALL
ACCORDANCE WITH WHATEVER JOB SCHEDULE MAY BE SET UP TO AVOID DELAY OR
CONSTRUCTED MAY DIFFER SLIGHTLY FROM THE PLANS DRAWN FOR CONSTRUCTION
PLANTING DESIGN AND CONSTRUCTION, THAT THE LANDSCAPE PLANTING AS
4. PROGRESS OF WORK: BEGIN WORK WHEN ORDERED TO DO SO BY THE LANDSCAPE
CONSTRUCTED IN ACCORDANCE WITH THE EVIDENT INTENT OF THE IRRIGATION
IRRIGATION SYSTEM SO THAT IT WILL PROPERLY IRRIGATE PLANTED FEATURES
SHALL BE INCORPORATED IN THE SYSTEM AS SHOWN ON THE PLANS TO SHUT OFF
SMOOTHLY BLENDED TO ADJACENT AREAS.
ARCHITECT. THIS WORK MUST PROCEED IN AN ORDERLY MANNER AND IN
CERTAIN PORTIONS OF THE SYSTEM WHILE ALLOWING OPERATION OF THE
THE CONTRACTOR SHALL BE PREPARED TO ADJUST INSTALLATION OF THE
MATERIALS AND EQUIPMENT FOR AN AUTOMATIC IRRIGATION SYSTEM IN
6. RECORD PLAN:
THE CONTRACTORS EXPENSE.
5. STAKING AND LAYOUT:
OF THE IRRIGATION SYSTEM.
REMAINING SPRINKLER OUTLETS.
CLASS OF WORK INVOLVED.
I. GENERAL
8. GATE VALVES:
5. VALVE CONTROL LINES:
WITHIN VALVE BOXES AS NOTED ON PLANS.
EQUIPPED WITH COVER.
WITH IT.
WIRING SHALL BE MADE WATERTIGHT.
SPECIFICATION D 1784-60T.
SDR 26.
AS PER PLAN DETAIL.
2. PVC PIPE AND FITTINGS:
II. MATERIALS
.132" .159" .205" .298" .386" .480"
CLASS 160 (SDR 26)
MANNER.
HEIGHT. HEADS IN PLANTING AND GROUNDCOVER AREAS SHALL BE STUBBED 24"
11. EXISTING INSTALLATIONS: IN ANY INSTANCE WHERE THE CONTRACTOR IS
REQUIRED TO CUT INTO ANY EXISTING IRRIGATION INSTALLATION FOR THE
PURPOSE OF REPAIR AND/OR CONNECTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE FLUSHING AND TESTING OF ALL LINES AND CLEANING OF
ALL HEADS, NOZZLES, AND COMPONENTS WHICH MAY BE AFFECTED BY SUCH CUT.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO IMMEDIATELY REPORT ANY
DAMAGE SUBSEQUENT TO SUCH CUTS OR REPAIRS TO THE LANDSCAPE LANDSCAPE
ARCHITECT SO THAT PROPER RESOLUTION OF THE DAMAGE MAY BE DETERMINED.
WHEN INTERFACING WITH EXISTING IRRIGATION SYSTEMS IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO SCHEDULE HIS WORK IN SUCH A MANNER THAT
THE EXISTING SYSTEM WILL REMAIN OPERATIONAL FOR THE GREATEST LENGTH
OF TIME POSSIBLE. THE CONTRACTOR SHALL KEEP THE OWNER AND LANDSCAPE
LANDSCAPE ARCHITECT APPRAISED OF HIS SCHEDULE IN THIS MATTER.
12. RESTORATION: ANY AREAS THAT HAVE BEEN DISTURBED MUST BE FULLY
RESTORED. CONTRACTOR TO RAKE OUT AND SEED OR SOD AREAS DISTURBED BY
ABOVE GRADE AND HEIGHT ADJUSTED AFTER PLANTING OPERATIONS ARE
COMPLETE. ALL RISERS SHALL BE CLEARLY MARKED BY 18" STAKES WITH BLUE
ENGINEER'S FLAG ATTACHED. STAKES SHALL BE MAINTAINED THROUGHOUT THE
10. PIPING: PIPING SHALL RUN AS STRAIGHT AS POSSIBLE. PIPE SHALL BE CUT
SQUARE, PROPERLY REAMED TO REMOVE CONSTRICTIONS OR BURRS BEFORE
MAKING UP JOINTS. ALL MAINS AND LATERALS SHALL BE THOROUGHLY FLUSHED
ALL RISERS WITHIN PLANTING AND GROUNDCOVER ARES SHALL BE PAINTED FLAT
BEFORE VALVES OR HEADS ARE INSTALLED.
JOB AND REMOVED AT COMPLETION AS DIRECTED.
BLACK WITH A PAINT WHICH ADHERES WELL TO PVC.
1. ALL VALVES SHALL BE CLOSED AT TIME OF INSTALLATION AND SHALL BE
SET PLUMB. REACH WELLS SHALL BE INSTALLED SO THAT LID IS SET 1/2"
BELOW FINISHED GRADE. GATE VALVES SHALL BE LOCATED AS SHOWN ON THE
PLANS AND OF A SIZE EQUAL TO THE PIPELINE ON WHICH IT IS INSTALLED.
2. GATE VALVES SHALL BE INSTALLED SO THE LOWER END RESTS FIRMLY
ON THE GROUND AND SHALL BE DESIGNED TO WITHSTAND 2,000 LBS. WITHOUT
1. AFTER PROPER BEDDING OF PIPE IS ACHIEVED, THE BALANCE OF BACKFILL
SHALL BE PLACED AND SUITABLY COMPACTED BY TAMPING MECHANICALLY OR
BACKFILL WITHIN AREAS TO BE PAVED OVER SHALL BE COMPACTED TO 98%
MODIFIED PROCTOR MAXIMUM DENSITY. TESTING, IF REQUIRED, WILL BE AT
THE OWNER'S EXPENSE FOR ALL PASSED TESTS; ALL FAILED TESTS WILL BE
2. NO LINES SHALL BE COVERED UNTIL THEY HAVE BEEN PASSED BY
INSPECTION HEREINAFTER DESCRIBED, EXCEPT THAT LINES MAY BE COVERED
3. IN THE CASE OF CUTTING OF PAVED ROADS OR DRIVES, ALL BACK FILL
SHALL BE COMPACTED AND THE TOP 6" OF BACK FILL SHALL BE POURED IN
3,000 PSI CONCRETE. THE FINAL PATCH SHALL BE MADE TO MATCH THE
GRADE AND MATERIAL OF THE ADJACENT FINISH ROAD OR DRIVE.
8. TURF AREA HEADS: HEADS IN LAWN AREAS SHALL BE SET FLUSH WITH SOD.
ALL OTHER HEADS SHALL BE ADJUSTED TO SOD HEIGHT AFTER INSTALLATION OF
9. PLANTING & GROUNDCOVER AREA HEADS: HEADS IN PLANTING AREAS SHALL
HAVE A CONCRETE MUD SUPPORT 8" IN DIAMETER AND 4" DEEP PLACED 2"
BELOW GRADE AND ABOVE GRADE FOR ALL RISERS OF 24" OR GREATER IN
HYDRAULICALLY TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT.
2. TRENCH BOTTOM SHALL BE CLEAN AND SMOOTH WITH ALL ROCK, SOIL AND
ORGANIC DEBRIS REMOVED. ALL TRENCHES SHALL BE ONLY AS WIDE AS
NECESSARY TO PERMIT EASY HANDLING AND INSTALLATION OF PIPE IN THEM.
3. PIPE SHALL BE PLACED SO THAT BARREL OF PIPE AND COUPLING ARE A
3. ROCK EXCAVATION: IN THE EVENT LEDGE ROCK, BOULDERS, STUMPS, OR OTHER
OBSTRUCTION IS ENCOUNTERED IN EXCAVATION OF THE TRENCHES, WHICH CAN
NOT BE REMOVED BY THE EQUIPMENT IN USE OR TRACTOR MOUNTED BACKHOE,
THE CONTRACTOR SHALL ADJUST THE LINE OR THE TRENCH TO CIRCUMVENT IT,
AS PART OF HIS WORK. IF THE OBSTRUCTION CAN NOT BE AVOIDED, THE
4. BEDDING MATERIAL: EXCAVATED MATERIAL, EXCEPT IN THE CASE OF
EXCAVATED ROCK, IS USUALLY SATISFACTORY FOR BEDDING OF PIPE.
1. THRUST BLOCKS SHALL BE CONSTRUCTED BEHIND ALL MAINLINE FITTINGS,
TEES, BENDS, REDUCERS, LINE VALVES, PLUGS, CAPS, ETC., IN ACCORDANCE
WITH PIPE MANUFACTURER'S RECOMMENDATIONS AND PLAN DETAILS.
2. THRUST BLOCK SHALL BEAR AGAINST UNDISTURBED EARTH, AND, IN CASE
THIS IS NOT POSSIBLE, THEY SHALL BE MADE CORRESPONDINGLY LARGER.
3. THRUST BLOCKS SHALL BE SO PLACED AS NOT TO INTERFERE WITH REPAIR
TO JOINTS AND COUPLINGS AND SHALL BE A CONCRETE MIX CONSISTING OF
ONE PART CEMENT, TWO PARTS SAND AND FIVE PARTS GRAVEL, MIXED AND
PLACED FAIRLY DRY SO THEY MAY BE SHAPED EASILY. NO PRECAST UNITS
1. GENERAL: THE CONTRACTOR SHALL DILIGENTLY FOLLOW THE MANUFACTURER'S
RECOMMENDATIONS FOR INSTALLING PIPE, VALVES, SPRINKLERS AND ALL OTHER
ITEMS. THE PIPE SHALL BE LAID IN TRUE, SMOOTH ALIGNMENT WITH
SUFFICIENT COVER AND THRUST BLOCKING TO PREVENT EXCESSIVE MOVEMENT.
1. ALL TRENCHES SHALL BE EXCAVATED TO SUFFICIENT DEPTHS TO PROVIDE A
MINIMUM OF 10" COVER ON LATERALS AND 18" COVER ON MAINS. (FOR THOSE
LINES OPERATING IN EXCESS OF 90 PSI SHALL HAVE 24" OF COVER.
SHALL BE USED.
6. GATE VALVES:
WITH ALL JOINTS LEFT OPEN FOR INSPECTION.
BACK CHARGED TO THE CONTRACTOR.
SOD OR SEEDING OPERATIONS.
5. THRUST BLOCKS:
7. BACKFILL:
FAILING.
CONTRACTOR SHALL REMOVE IT BY BLASTING.
2. TRENCH EXCAVATION:
LINES OPERATING LESS THAN 90 PSI.)
MINIMUM OF 2" ABOVE HIGH POINTS OF THE TRENCH BOTTOM.
III. EXECUTION
PERMISSIBLE LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR
ABOVE REQUIREMENTS. ANY FAULTY FITTINGS, VALVES OR OTHER ACCESSORIES
ALL LEAKS SHALL BE LOCATED AND REPAIRED UNTIL THE TEST MEETS THE
SOURCE WATER SYSTEM AND PUBLIC HEALTH AUTHORITIES HAVING JURISDICTION.
APPROVAL OF THE LANDSCAPE ARCHITECT, THE AUTHORITY CONTROLLING THE
UNDER THIS CONTRACT. ALL TEMPORARY CONNECTIONS SHALL MEET THE
AUTHORITY. THE CONTRACTOR SHALL PROVIDE AND REMOVE TEMPORARY
OF WATER BY ALL RULES AND REGULATIONS IMPOSED THEREON BY SAID
CONTROLS THE SOURCE OF WATER SYSTEM AND SHALL BE GOVERNED IN HIS USE
AND SHALL MAKE ALL NECESSARY ARRANGEMENTS WITH THE AUTHORITY WHICH
THE CONTRACTOR SHALL PROVIDE ALL WATER REQUIRED AT HIS OWN EXPENSE
WATER FOR TESTING SHALL BE OBTAINED FROM AN APPROVED WATER SOURCE.
ANY REPLACEMENT OF FAULTY MATERIAL OR RETESTING SHALL BE AT THE
WHICH LEAK DURING TESTING SHALL BE REPEATED AS SPECIFIED ABOVE.
CONNECTIONS BETWEEN THE SOURCE WATER SYSTEM AND THE MAINS CONSTRUCTED
S = LENGTH OF SECTION TESTED, IN FEET
P = AVERAGE PRESSURE MAINTAINED DURING THE LEAKAGE
D = NOMINAL DIAMETER OF THE PIPE IN INCHES
TEST IN PSI. THE TEST PRESSURE SHALL BE SIXTY FIVE
L = ALLOWABLE LEAKAGE IN GPH
DETERMINED BY THE FOLLOWING FORMULA:
EXPENSE OF THE CONTRACTOR.
END OF SECTION 2-0274
L= (S X D X (P).5)/133200
(65) PSI.
AGAINST THE TRENCH WALLS BEFORE TESTING OR COMPLETING THE BACKFILL
OTHER FITTINGS SHALL HAVE A FIRM FOUNDATION AND BE SECURELY BLOCKED
SECTIONS NOT EXCEEDING 2,000 FEET IN LENGTH. DEAD ENDS, BENDS OR
WHEN PRACTICAL, TESTS SHALL BE MADE ON SECTIONS BETWEEN VALVES, OR
NECESSARY, THREADED TAPS SHALL BE MADE AT THE POINTS OF HIGHER
TEST PRESSURE, ALL AIR SHALL BE EXPELLED FROM THE PIPE. IF
PERSONNEL NECESSARY FOR CONDUCTING THE TEST. BEFORE APPLYING THE
OTHER NECESSARY APPARATUS INCLUDING GAUGES AND METERS AND ALL
SHALL FURNISH THE PUMP, PIPE CONNECTION, BLOW OFF VALVES AND ANY
MAIN LINE PIPE SHALL BE HYDROSTATICALLY TESTED FOR LEAKAGE. THE CONTRACTOR
13. HYDROSTATIC TESTING: AFTER THE PIPE HAS BEEN LAID AND BACKFILLED, THE
BE SEEDED. AREAS OVER 12" IN WIDTH SHALL BE SODDED. SEED OR SOD
TRENCHES AND IRRIGATION INSTALLATION. AREAS UNDER 12" IN WIDTH SHALL
PIPE TO MAINTAIN TEST PRESSURE DURING TEST PERIOD. MAXIMUM
LEAKAGE SHALL BE MEASURED BY THE QUANTITY OF WATER PUMPED INTO THE
WATER INTO THE PIPE IN ACCORDANCE WITH THE REQUIREMENTS OF AWWA C600.
BEING TESTED. TEST PRESSURE SHALL BE MAINTAINED AT 65 PSI BY PUMPING
THOROUGH EXAMINATION OF ALL EXPOSED JOINTS IN THE SECTION OF MAIN
HELD FOR NO LESS THAN TWO HOURS OR LONGER AS NECESSARY TO PERMIT
THE FULL TEST PRESSURE OF 65 POUNDS PER SQUARE INCH (PSI) SHALL BE
ELEVATIONS AND THEN CLOSED WITH PLUGS.
AS SPECIFIED.
SHALL MATCH EXISTING TURF.
CALL 48 HOURS
BEFORE YOU
DIG
IT'S THE LAW!
DIAL 811
IRRIGATION SYSTEM